W912DS-08-B-0005 Amendment 0006.pdf

W16ROE80946030

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

1. The purpose of this amendment is to: EXTEND THE BID OPENING DATE, originally scheduled for 15 July 2008 at 2:00 PM EST is hereby changed to 21 July 2008 at 2:00 PM.

2) Include a Revised Checklist for Bidders, Revised Bid Schedule, and Revised Price Schedule Notes,

3) Include Revisions to the Plans, and Include Revisions to the Specs,

4) Include answ ers to contractor questions for informational purposes only, and

5) Replace Wage Rates General Decision Number NJ 080003 dated 06 June 2008 w ith Wage Rates Decision Number NJ 20080003, dated 4 July 2008.

NOTE: Offerors must acknow ledge receipt of this amendment by the date specified in the bid (or as amended) by one of the follow ing methods: In the space provided on the SF 1442, by separate letter, by telegram, or by signing block 15 of the SF 30. FAILURE TO ACKNOWLEDGE AMENDMENT BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE

LATE BID, LATE MODIFICATION OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 63

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 08-Jul-2008

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DS-08-B-0005

X 9B. DATED (SEE ITEM 11)

15-May-2008

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

08-Jul-2008

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-08-B-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been modified:

CHECK LIST FOR BIDDERS

IFB NO. W912DS-08-B-0005

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR

GREEN BROOK FLOOD DAMAGE REDUCTION PROJECT, SEGMENT R-2 LEVEE,

FLOODWALL, AND PUMP STATION, BOROUGH OF BOUND BROOK, NEW JERSEY.

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-08-B-0005.

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00100).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation. (See paragraph NOTICE

OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY in Section 00100 of this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS – SECTION 00600

Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

6. THIS PROJECT IS UNRESTRICTED.

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BID NO. W912DS-08-B-0005

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO. W912DS-08-B-0005

Green Brook Flood Damage Reduction Project, Segment R-2 Levee, Floodwall and Pump Station, Borough of Bound Brook, New Jersey.

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION MUST BE

FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR BID INELIGIBLE FOR

AWARD. IMPORTANT ITEMS FOR YOU TO CHECK ARE INCLUDED IN BUT NOT

LIMITED TO THOSE LISTED BELOW. THIS INFORMATION IS FURNISHED ONLY TO

ASSIST YOU IN SUBMITTING A PROPER BID.

__HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

__HAVE YOU COMPLETED THE “REPRESENTATIONS AND CERTIFICATIONS”

(SECTION 00600) PORTION OF THE SOLICITATION?

__IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

__IS YOUR BID PROPERLY SIGNED?

__A BID BOND IS REQUIRED. HAS YOUR SURETY PROVIDED YOU WITH A

BID BOND ON STANDARD FORM 24 OR A SIMILAR FORM CONTAINING

THE SAME LANGUAGE AS A STANDARD FORM 24?

__IS YOUR BID GUARANTEE IN THE PROPER AMOUNT?

__IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND

SURETY AND ARE ALL REQUIRED SEALS AFFIXED?

__IS THE NAME IN WHICH YOU SUBMITTED THE BID THE SAME ON YOUR

BID AS ON THE BID BOND?

__IS YOUR BID BOND INCLUDED WITH YOUR BID? (A LATE BID

GUARANTEE IS TREATED THE SAME AS A LATE BID)

__HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR BID BY

ALTERING THE PROVISIONS OF THE SOLICITATION?

__WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH BID

ITEM? (THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS

NECESSARY.)

__ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR

FIGURES LEGIBLE?

__IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE

THEY INITIALED BY THE PERSON SIGNING THE BID?

__DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY

THAT IT ISA SEALED BID AND DOES IT CONTAIN THE CORRECT

SOLICITATION NUMBER AND BID OPENING TIME?

__WILL YOUR BID ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED “LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS” IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS, SECTION 00100

OF THE SOLICITATION.)

__ IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND

SURETY AND ARE ALL REQUIRED SEALS AFFIXED?"

__ DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR SIGNATURES

AND SEALS AFFIXED AFTER THE DOCUMENT WAS GENERATED, AS OPPOSED TO

COMPUTER PRINTER-GENERATED SIGNATURES AND/OR SEALS?

NOTE: THERE ARE INCREASED SECURITY MEASURES AT JACOB K.

JAVITS FEDERAL BUILDING, 26 FEDERAL PLAZA THAT MAY AFFECT THE

TIME IT TAKES TO ENTER THE BUILDING. BIDDERS IS RESPONSIBLE TO

ENSURE THAT ITS BID IS SUBMITTED TIMELY.

BIDDER IS RESPOSIBLE TO ENSURE BID IS SUBMITTED ON TIME.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lump Sum

R2 LEVEE - WEST END

FFP

BASE BID -All work to complete construction of Segment R2 (i.e. levee, drainage structures, etc) located within Station 33+00 and Station 52+00 of the easement areas in accordance with the drawings and specifications, but not including Item No 0002 - Item No 0007 on this bid schedule.

FOB: Destination

MILSTRIP: W16ROE80946030

PURCHASE REQUEST NUMBER: W16ROE80946030

NET AMT

0002 1 Lump Sum OPTION R2 Levee/floodwall/pumpstation -East End

FFP

OPTION 1 - All work to complete construction of Segment R2 (i.e. levee, pump station, swale, drainage structures, floodwall, etc) located within Station 52+00 to Station 78+92.77 of the easement areas in accordance with the drawings and specifications, but not including Item No 0001 and Item No 0003 - 0007 on this bid schedule.

FOB: Destination

0003 1 Lump Sum $20,000.00 $20,000.00 OPTION PSE&G - Electric Power Line Relocation

FFP

OPTION 2 - Conduct temporary and permanent relocation of utilities in work area.

Cost and schedule to be determined during the construction phase in coordination with the utility company. (See Spec Section 00800 Paragraph 38 for details) Offerors shall include this Amount in the bid price. This amount shall not be changed ($20,000.00).

FOB: Destination

NET AMT $20,000.00

0004 1 Lump Sum OPTION Grass Maintenance

FFP

OPTION 3 - Work to include grass cutting and grass maintenance of all the easement areas in accordance with the drawings and specifications for 1 year.

Contractor should assume 4 grass cuts are required.

FOB: Destination

0005 1 Lump Sum OPTION Levee/Railroad Tie off

FFP

OPTION 4 - All Work to include closing the gap from the western end of the Segment R2 levee to the NJ Transit Railroad embankment by use of geotube, anchor tube and levee fill.

FOB: Destination

0006 1 Lump Sum $6,000.00 $6,000.00 OPTION Utility Payments

FFP

OPTION 5 - Cost to include payment for utility costs related to pumping station facility for duration of 1 year. Offerors shall include this Amount in the bid price.

This amount shall not be changed. ($6,000.00)

FOB: Destination

NET AMT $6,000.00

0007 1 Lump Sum OPTION Commercial General/Public Liability

FFP

OPTION 6 - Commercial General/Public Liability FFP Insurance, not less than $5,000,000.00 (See Paragraph 36 of Spec Section 00800 for details.)

FOB: Destination

CCASS / CPARS

FFP

The Federal Acquisition Regulation (FAR) requires that Past Performance Information (PPI) be collected on DoD contracts. CCASS is a web-enabled application that supports the completion, distribution, and retrieval of construction contractor performance evaluations (DD Form 2626). Contractor Representatives are responsible for reviewing and commenting on evaluations submitted by Contractor Performance Assessment Reporting System (CPARS) website https://www.nwp.usace.army.mil/ct/I/home.asp. This CLIN is Not Separately Priced. (NSP) FOB: Destination

NET AMT NSP

TOTAL BASE LINE ITEM 0001 $__________________

TOTAL OPTION #1 CLIN 0002 $__________________

TOTAL OPTION #2 CLINS 0003 $__20,000.00________

TOTAL OPTION #3 CLINS 0004 $__________________

TOTAL OPTION #4 CLINS 0005 $__________________

TOTAL OPTION #5 CLINS 0006 $___ 6,000.00_______

TOTAL OPTION #6 CLINS 0007 $__________________

TOTAL LINE ITEM 0008 $_______NSP_______

TOTAL BASE PLUS OPTIONS 0001 - 0008 $__________________

PRICE SCHEDULE NOTES

NOTES FOR PRICE SCHEDULE:

NOTES FOR PRICE SCHEDULE:

1. The low bidder for purposes of award will be the conforming responsible bidder offering the lowest amount for the Total Base Bid Plus Optional Items.

2. The minimum construction award will be the amount bid for the Total Base Bid.

3. Any bid which is materially unbalanced as to the price for the Base Bid Item and Optional Items may be rejected.

An unbalanced bid is one, which is based on price significantly less than cost for some work and prices are significantly overstated for other work.

4. Bidders are required to bid on both the Base Bid Item and the Optional Items or their bid will be rejected.

5. Bidders are reminded that they must bid on the issued plans and specifications as amended. Any deviations, conditions or attachments made by the bidders he thereto may render the bid non-responsive and be cause for its rejection.

6. Item No. 001 Base Bid shall be completed within 360 calendar days from receipt of Notice to Proceed.

The Optional Bid Items, if awarded, would be awarded as follows:

7. Item No. 002 Bid Option #1 R2 levee/floodwall/pump station – East End, to be awarded within 360 calendar days from NTP and shall be completed within 720 calendar days from NTP.

8. Item No. 003 Bid Option #2 Permanent relocation PSE&G - Electric Power Line, to be awarded within 300 calendar days from NTP and shall be completed within 720 calendar days from NTP.

9. Item No. 004 Bid Option #3 Grass Maintenance, to be awarded within 360 calendar days from NTP and shall be completed within 720 calendar days from NTP.

10. Item No. 005 Bid Option #4 Levee/Railroad tie off, to be awarded within 360 calendar days from NTP and shall be completed within 720 calendar days from NTP.

11. Item No. 006 Bid Option #5 Utility Payments, to be awarded within 360 calendar days from NTP and shall be completed within 720 calendar days from NTP.

12. Item No. 007 Bid Option #6 Commercial General/Public Liability, to be awarded within 90 calendar days from NTP and shall be completed within 720 calendar days from NTP.

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT #6

Bid Opening: The Bid Opening date/time has changed from July 15, 2008 at 2:00 PM to July 21, 2008 at 2:00 PM.

No further questions are being accepted unless the Government determines that there is a critical problem.

1. Bid Schedule:

Item #1 revised to end at station 52+00.

Item #2 revised to begin at station 52+00.

Item #5 description has been revised.

Notes for Price Schedule:

Notes #7 & #10 have been revised to indicate that the optional bid items are to be awarded within 360 calendar days of NTP.

2. Plans:

For clarity purposes, every plan sheet for the Green Brook, Segment R2 Project is being re-released in this amendment. Revised plan sheets can be found in Appendix A

The following are narrative changes to plan sheets:

1) Note on Plan Sheet A-503: Interior walls referenced as type 3 or 4 can either be constructed per those details or as CMU Masonry as in detail 1 of sheet A-503.

2) Note: The Drip Strip with Subdrain shall be constructed as per the detail on plan sheet C-508. Versions of the drip strip which appear on the Architectural plans do not display the same level of detail as the one on plan sheet C-508.

3. Specifications:

The following specs have been added or revised:

1) Paragraph 39 has been added to Spec Section 00800.

39. COORDINATION WITH RAILROAD COMPANIES

This project entails work within NJ Transit’s and Conrail’s property easements. Before commencing any work on the railroad properties, the Contractor must obtain appropriate railroad insurance for themselves and for each of their subcontractors.

The Contractor is not entitled to any Additional Compensation by reasons of delays, inconvenience or damage sustained by the Contractor due to any interference from the railroads or from work performed by the railroad companies in order to accommodate this project.

The Contractor shall notify, in writing, the Railroad companies involved of the nature and scope of the Project, and of its operations that may affect the facilities or property of the Railroad. The notice shall include an inquiry for all information required to determine the location of the existing railroad facilities. The Contractor shall also provide the portion of the approved Preliminary Schedule relative to that respective Utility. Two copies of such notices and the Utility’s responses shall be sent to the Contracting Officer prior to the start of the Operations. The Contractor shall maintain the name, title, address and telephone number of the local point of contact of each Railroad. The Contractor shall copy the Contracting Officer with current local point of contacts. The Contractor shall also attend the preconstruction conference where the Contractor shall present the railroad data and related documentation.

The Contractor with copies to the Contracting Officer shall update the schedules and documentation for each Utility.

Point of Contact NJ Transit Corporation:

Eli Charchar Real Estate, ROW Director 1 Penn Plaza Newark, NJ 07105 Phone:(973) 491-8086 Echarchar@njtransit.com

Point of Contact Conrail Corporation:

Bob Dempsey Real Estate Services 1000 Howard Blvd., 4th Floor Mt. Laurel, NJ 08054 Phone:(856) 231-2421

Point of Contact CSX Corporation:

Charlie Myers CSX Transportation, Inc.

Property Services Department J180 500 Water Street Jacksonville, FL 32202

2) Spec Section 32 92 19, paragraph 2.2 & 2.2.1 have been revised to account for the full 100 percent mixture of the swale mix, floodplain mix and wetland mix. (See Below)

SWALE MIX

Percent by Weight

Scientific Name Common Name Purity Seed

Maximum Germination

Weed

20 Poa palustris Fowl bluegrasss 98% 80% .25% 20 Andropogon scoparius Little bluestem 98% 80% .25% 10 Argostis gigantea Redtop 92% 80% .25% 10 Argostis scabra Rough bentgrass 98% 80% .25% 10 Argostis stolonifera Creeping bentgrass 98% 80% .25% 10 Carex vulpinoidea Fox sedge 95% 80% .25% 5 Aster puniceus Purple Stemmed Aster 84% 80% .25% 5 Verbena hastata Blue vervain 85% 80% .25% 5 Carex lupulina Hop sedge 95% 80% .25% 2 Bidens aristosa Showy Tickseed

Sunflower 87% 80% .25%

2 Aster umbellatus Flat-top Aster 84% 80% .25% 1 Solidago patula Rough-leaf Goldenrod 84% 80% .25%

FLOODPLAIN MIX

Weight

Scientific Name Common Name Purity Seed

Maximum Germination

Weed

10 Andropogon scoparius Little bluestem 98% 80% .25% 10 Alopercurus pratensis Meadow foxtail 98% 80% .25% 10 Argostis gigantea Redtop 92% 80% .25% 10 Argostis scabra Rough bentgrass 98% 80% .25% 10 Argostis stolonifera Creeping bentgrass 98% 80% .25% 8 Elymus villosus Silky wild rye 98% 80% .25% 5 Leersia oryzoides Rice cutgrass 98% 80% .25% 5 Carex crinita Fringed sedge 95% 80% .25% 5 Carex lupulina Hop Sedge 95% 80% .25% 5 Scirpus cyperinus Woolgrass 85% 80% .25% 5 Scirpus expansus Wood Bulrush 95% 80% .25% 3 Eupatorium fistulosum Joe Pye weed 87% 80% .25% 3 Rudbekia hirta Black-eyed susan 84% 80% .25% 3 Asclepias syriaca Common milkweed 84% 80% .25% 3 Veronia noveboracensis New York Ironweed 84% 80% .25%

3 Aster novae-angliae New England Aster 84% 80% .25% 2 Bidens aristosa Showy tickseed sunflower 87% 80% .25%

WETLAND MIX

Scientific Name Common Name Purity Seed

Maximum Germination

Weed

Weight 19 Carex vulpinoides Fox sedge 95% 80% .25% 10 Andropogon scoparius Little bluestem 98% 80% .25% 10 Agrostis stolonifera Creeping bentgrass 98% 80% .25%

5.5 Verbena hastata Blue vervain 95% 80% .25%

5 Heliopsis helianthoides Ox-eye sunflower 95% 80% .25%

5 Juncus effusus Soft rush 95% 80% .25% 5 Scirpus altrovirens Green bulrush 98% 80% .25% 5 Euthamia graminifolia Grass-leaved goldenrod 95% 80% .25% 4 Glyceria grandis American mannagrass 98% 80% .25% 3 Carex lurida Lurid sedge 95% 80% .25% 3 Eupatorium perfoliatum Boneset 95% 80% .25%

3 Scirpus polyphyllus Many-leaved bulrush 95% 80% .25% 2 Aster umbellatus Flat-top aster 84% 80% .25% 2 Carex comosa Cosmos sedge 95% 80% .25% 2 Carex lupulina Hop sedge 95% 80% .25% 2 Scirpus cyperinus Woolgrass 95% 80% .25% 2 Veronia gigantea Giant ironweed 87% 80% .25%

1.5 Eupatorium fistulosum Joe pye weed 87% 80% .25%

1.5 Eupatorium

malculatum Spotted Joe pye weed 87% 80% .25%

1.5 Veratrum viride False hellebore 87% 80% .25%

1 Bromus latiglumis Wild brome grass 84% 80% .25% 1 Carex scoparia Blunt broom sedge 95% 80% .25% 1 Geum laciniatum Rough avens 84% 80% .25% 1 Helenium autumnale Common sneezeweed 84% 80% .25% 1 Zizia aurea Golden Alexanders 87% 80% .25%

0.5 Cinna arundinacea Wood reedgrass 84% 80% .25%

0.5 Ludwigia alterniflora Seedbox 84% 80% .25%

0.5 Mimulus ringens Square stemmed monkey

flower 84% 80% .25%

0.5 Penthorum sedoides Ditch stonecrop 84% 80% .25%

0.5 Pycnanthemum

tenuifolium Narrowleaf Mountain Mint 84% 80% .25%

0.25 Juncus acuminatus Sharp fruited rush 84% 80% .25%

0.25 Sanguisorba

canadensis Canadian burnet 84% 80% .25%

2.2.1 Seeding Rates

Grass seeding rates are as follows:

Lawn mix 263 lbs/acre or 6 lbs/1000 sf Swale mix 20 lbs/acre Floodplain mix 15 lbs/acre Wetland mix 15 lbs/acre

4. Responses to Contractor Questions:

Q1) On sheet “CG-103 “please provide details for the Junction Chamber.

A1) Plan Sheet C-505 has been included to display the detail views for this item.

Q2) On sheet “C-504” please provide structural & dimensions details (including reinforcement if applicable) for the proposed Headwall.

A2) Detail for the headwall has been updated to display dimensions and structural details.

Q3) On sheet C-512, is the 5x5 box culvert proposed or existing, if proposed please provide details and specifications.

A3) All details on sheet C-512 are new unless otherwise noted.

Q4) On Sheet “C-501” there is a conflict with the aluminum grate details - detail C7 states 36" x 30" and detail G6 shows 30" x 60" please clarify

A4) The correct details are 30” x 36” and have been corrected on the plans.

Q5) Please provide dimensions details for the aluminum grate for the drainage structure(s) #16 & #18.

A5) The aluminum grate for drainage structures #16 & #18 are 30” x 60” each.

Q6) Plan Sheet CG-104 shows 36”x36” Motor Operated Flush Bottom Sluice Gate and the Detail Sheet C-503 shows 18”x18” please clarify.

A6) The plans for that sluice gate have been corrected to be 36” x 36”.

Q7) Who will be responsible for the Monitoring wells closures?

A7) If any monitoring wells exist within the contract work limits and interfere with the footprints of proposed construction elements then it is the responsibility of the contractor to close them.

Q8) There is an area that was constructed under the Brook Industrial Park Superfund Site Wetland Mitigation Project” - Is it a capped area? If so at what depths and are there environmental concerns?

A8) The information for the depth of the capped area is being obtained from the EPA and will be field verified.

Q9) Sheet C-506: Where is the Parking Lot Paving Section to used at Drainage Structure No. 5 shown on the plans?

A9) Plan Sheet C-506 has been updated to display the revised parking lot surface detail.

Q10) Section 0010: Item #2 states Section 62+00 to 78+92.77 are part of Option #1 Plan Sheet 2 shows Pump Station is Basic Contract. X-Sections show Basic Contract to Section 65+00. Please clarify.

A10) Plan Sheet G-101 has been revised in this amendment to indicate that the Pump Station is part of Option #1. Plan Sheet CG-303 has been revised in this amendment to show that the Base Contract ends at Station 52+00.

Q11) Please provide detail for pull boxes and pole risers.

A11) Plan sheets E-501 and E-503 has been revised to include details for the pull boxes and pole risers.

Q12) It appears that there is a note on sheet CG-103 and again on sheet CG-102 that the ‘top of the levee is to be paved up to Station 65+00” However the cross sections do not show any paving beyond station station 45+00. Please clarify

A12) The cross-sections have been revised in this amendment to show paved levee top up to Station 65+00.

Q13) We did not find any requirement in the Specifications for the contractor to have Railroad Protective Insurance. However, since we are working in close proximity to an active railroad we assume this to be required. We will need to provide the insurance company with certain information, such as is this railroad track freight only, frequency of trains, and ownership of rail line with address and contact information. Please provide this information.

A13) The contact information and instructions for this item has been included as paragraph 39 of spec section 00800 in this amendment.

Q14) Please note, on page 2 of 56 of Addendum No. 1, the Pump Station is included in Option 1;

meanwhile, on Drawing G-101, the Pump Station is included in the Basic Contract. Please clarify.

A14) Plan Sheet G-101 has been revised in this amendment to indicate that the Pump Station is part of Option #1. Plan Sheet CG-303 has been revised in this amendment to show that the Base Contract ends at Station 52+00.

Q15) Sheet #6 shows two headwall with the 72” RCCP although the plans do not provide details on these headwall. Please provide.

A15) Detail for the 72” RCCP and headwall have been provided in this amendment.

Q16) Junction chamber details on sheets #18 & #66 do not call out type of cover whether alum.

Hatch or cast iron frame & grate. Please clarify.

A16) The junction chamber manhole cover is aluminum and is 30” x 60”.

Q17) Sheet #7 from pump station headwall, the channel work southerly thru the 2 steel structures

– what is the type of channel protection, i.e the plans appear not to call out either rip rap, cellular confinement system (ccs), or other. Please clarify.

A17) Details for revised swale design appear on plan sheets C-512 and C-513.

Q18) Sheet #4 & #5 indicate to pave top of levee to Station 65+00 although the X-sections indicate this paving to station 45+00. Please clarify.

A18) Levee cross sections have been updated to reflect paving of top of levee to station 65+00.

Q19) The limits of ccs are not well defined on the plans at some of the outfall locations. Please provide more defined limits.

A19) The limits of ccs have been defined for all outfall locations on all plan sheets.

Q20) Please provide a legend for lines used on sheet #4 thru 8.

A20) Please refer to topography sheets for clarification on overlays on sheets #4 thru 8.

Q21) Please provide a trench detail for the storm, sanitary and water systems.

A21) For trench details please see the appropriate spec section for requirements.

Q22) Sheet #15, section a/15 shows no chain link fence on the inlet structure. Please verify.

A22) The inlet and outlet structures will have chain link fencing. The chain link fence will not to be shown on the headwall cross-sections, for clarity purposes. The limits are defined on the plan views and the profile views will show the chain link fence.

Q23) Sheet #16, section a/16 shows no chain link fence on the inlet structure. Please verify.

A23) The inlet and outlet structures will have chain link fencing. The chain link fence will not to be shown on the headwall cross-sections, for clarity purposes. The limits are defined on the plan views and the profile views will show the chain link fence.

Q24) Sheet #18, section d/18 & b/18 show no chain link fence on the headwall. Please verify.

A24) The chain link fence will not to be shown on the headwall cross-sections, for clarity purposes. The limits are defined on the plan view and the profile view will show the chain link fence.

Q25) Sheet #19 shows a detail for a vehicle barrier gate. Please verify the location of this item on the site plans.

A25) Plan Sheets CG-101, CG-103 and CG-104 have been revised to include the locations for the vehicle barrier gates.

Q26) Details on drawing No. C-301 section A/CS102 do not clearly show discharge of flood water through submersible propeller pumps and tubing. Will you please provide additional details for size, length, fittings and material for this discharge tubing?

A26) Sizes and lengths of pump tube & elbow are shown. Material is to be A-36 structural steel.

Q27) Please provide dimensions & bar sizes for the Auto. Drainage Gates.

A27) The contractor will be responsible for providing suitable automatic drainage gate cut sheets, based on the outlet pipe shape and dimensions, for approval by the contracting officer’s representative.

Q28) Station 65 + 00 to station 70 + 68 – The entire length of the proposed floodwall, the entire area to be excavated and backfilled is covered with rip rap stone on the river side. Does this rip rap get replaced? Also, newly planted trees are in this area, do they get replaced?

A28) The rip rap will be replaced and the newly planted trees will not be replaced.

Q29) In drawing number CG303, cross section at station 65+00 R shows Seepage Fin. There no other structural details shown on this seepage Fin any where in the contract drawings. Please provide additional details for Seepage Fin.

A29) The seepage fin has been removed from this contract.

Q30) The specifications do not indicate / or at least is conflicting the type of rebar shall be used in the Pump Station - black, galvanized or epoxy. Please clarify.

A30) The Pump Station rebar shall be galvanized.

Q31) The rebar details for the Pump station show no dowels between the vertical walls etc - In reality when it is constructed it will require dowels etc. Please give direction or information for the doweling

A31) All rebar should have the full development length and to be bended or dowled as per ACI 318-05 Chapter 12.2.

Q32) On sheet 20, there is a "Parking Lot Detail" that refers to Structure #5 and states ""To be used at drainage structure #5 See sheet 22" - either of which does not exist (or shown - #5) or not related sheet #22.Please clarify.

A32) The parking lot detail on plan sheet C-506 has been eliminated and replaced with new a new surface detail for the area around the generator building.

Q33) Please provide a detail for the gravel drip strip around the generator building.

A33) Plan sheet C-508 has been included to display the detail for the gravel drip strip.

Q34) Please provide specifications & details for the Parking area adjacent to the Generator Building.

A34) The parking lot detail on plan sheet C-506 has been eliminated and replaced with new a new surface detail for the area around the generator building.

Q35) Please provide proposed location(s) and quantity of proposed vehicle barrier gate.

A35) Plan sheets CG-101, CG-103 and CG-104 have been updated to display the locations for the 3 vehicle barrier gates.

Q36) Please provide dimensions & bar sizes for the Auto. Drainage Gates.

A36) The contractor will be responsible for providing suitable automatic drainage gate cut sheets, based on the outlet pipe shape and dimensions, for approval by the contracting officer’s representative.

Q37) Reinforcement Steel - Is the complete project galvanized bars as specified on drawing #68 for the Generator Bldg.? Y or N (We understand that the masonry rebar is plain or black)

A37) Galvanized rebar will be used for the pump house and generator building.

Q38) Reinforcement Steel - Note #7 on drawing #68 reads as follows: "Lap splices for continuous reinforcing shall be designed in accordance with ACI 318-05 code. What is the code lap? Please furnish lap schedule.

A38) See ACI 318-05 Chapter 12.14-16

Q39) Reinforcement Steel - Pump Station's walls are double face #8's at 6" on centers. Sections on drawing #61 & #62 show the vertical wall rebars as ONE piece from bottom of footer to top of walls. DOWELS ARE NOT SHOWN. Wall heights vary from 16 to 25' above top of foundation mat. You cannot build it as shown. Please advise.

A39) The location of the construction joint will be contractors decision. The dowels should be developed as per ACI 318-05 Chapter 15.8.

Q40) Paving - The Parking Lot Paving Section shown on drawing #20 says it is for the drainage structure no. 5 shown on drawing #22 but there is no structure no. 5 shown on that drawing, just a precast manhole and some other details. Please advise where this paving section should be applied.

A40) The parking lot detail on plan sheet C-506 has been eliminated and replaced with new a new surface detail for the area around the generator building.

Q41) Also, drawing #21 (Sheet 21) is missing from the set of drawings.

A41) Sheet #21 is now C-507.

Q42) North of Levee between approx. station 58+00 to 59+50,drawing number CG-103 shows proposed 72"RCP with upstream and downstream headwalls. No structural design details are shown for headwalls and placement of 72inch RCP. Please provide details.

A42) Sheet C-505 has been included to display the detail views for these items.

Q43) On drawing #C-501 for drainage structure #14, in plan view, Rip Rap is shown at the outlet headwall, whereas in section A/15 shows Cellular confinement system, please advise, which one applies.

A43) CCS will be overlain by rip rap. Plan sheet has been revised to show rip rap in the profile view. CCS will extend by about 6" beyond rip rap and will be covered by grass as shown on the planting plans.

Q44) On drawing #C-506, Parking Lot Pavement details, it states, it should be used at structure #5,see sheet 22, no such details are shown in sheet #22. Do these paving details apply to Pumping Station Parking area. please advise

A44) The parking lot detail on plan sheet C-506 has been eliminated and replaced with new a new surface detail for the area around the generator building.

Q45) On drawing #C-503 under details for drainage stucture17 (in vicinity of station# 70+15,details for the structure on the inlet side shows 24"x24" motorized sluice gate, whereas on the outlet side wall shows 36 inch check valve on 36 inch pipe. Will it not be 24" RCP? Please advise.

A45) Plan sheet C-503 has been revised display the outlet pipe dimension as 24”.

Q46) Please provide a specification on the lockers and bench.

A46) Spec section 10 51 13 has been added for the locker specifications. The contractor will be responsible to submit cut sheets of the bench for approval by the contracting officer’s representative.

Q47) Please provide details, specifications and appropriate dimensions for the proposed: metal grate stair, pre-cast concrete sill, storm proof aluminum louver and face brick that is associated with the proposed pump station construction as referenced on plan sheet A-201(sheet 48 - Generator Bldg. Elev).

A47) Details for the referenced items can be found in the architectural plan sheets. Dimensions can be scaled from the plan sheets. Cut sheets of specific materials and equipment will be submitted to the Contracting Officer’s Representative for approval.

Q48) On plan sheet C-503 (sheet 17 of 84), a finished elevation of the proposed Hatch is not provided. Please provide the hatch elevation, so that the height can be determined. Also, does the section D17 that is shown under the “drainage structure 17 plan” view, refer to drainage structure 17? In addition reinforcement details are lacking in section D17. Please provide the required reinforcement details. In general, Section C17 lacks sufficient construction details, dimensions, etc. Please provide the required details to properly price and construct.

A48) The proposed hatch is flush with the top of the control structure. Elevations can be scaled from the invert elevation of the pipe. Section D17 refers to drainage structure 17. A structural note for the details has been added. Dimensions can be scaled from the profiles.

Q49) On plan sheet C-513 (sheet 67 of 84), Please provide the following information specific to the “Inlet” structure of drainage structure #19.

a. Please provide specifications and details for the proposed reinforcement.

b. Please provide the proposed elevation of the bottom of the footing of the cut-off wall

c. Please provide the proposed slab / apron thickness.

d. Please provide the location where the slab / apron terminates along the floodwall

e. Please provide the proposed elevation at the end of the slab / apron. Is it the same as the 42”

RCP (21.0)?

f. Please provide the proposed elevation of the slab / apron where it meets the end of the wingwall.

A49)

a. Please refer to spec section 03 20 02.

b. The top of wall elevation is given and the drawings are to scale.

c. The apron thickness is 2 feet.

d. The limits of the slab/apron can be scaled from the plan layout on plan sheet CS-101.

e. Revised plan sheet C-513 displays a profile of where the slab/apron meets the wingwall and 42” RCP. Elevations can be obtained from this detail.

f. Revised plan sheet C-513 displays a profile of where the slab/apron meets the wingwall and 42” RCP. Elevations can be obtained from this detail.

Q50) On plan sheet C-510 (Sheet 64 of 84) the number of “Bar Screen Panels” required is seven (7). However the number of sections available is ten (10) including the last two having a length of 1’-75/8” and 1’-71/4” respectively. (See “Plan at Bar Screen Top Support” detail). Please clarify the number of sections required for both Panels “A” and “B”.

A50) There are 7-'A' panels, 1-'B' panel, and 2 panels of the size indicated above.

Q51) No detail was provided for the Headwalls required at the access road crossing (approx.

STA's 58+20 and 59+00). Please provide detail.

A51) Details for those headwalls can be found on new plan sheet C-505.

Q52) Generator Building - Dwg. A-302, longitudinal section C, indicates a concrete wall along the South wall. This is not what is shown on the floor plan on dwg. A-101 or the elevations on dwg. A-201. Please clarify.

A52) Plan Sheet A-201 displays a schedule for construction materials of the exterior Generator wall. Plan Sheet A-601 displays a schedule for construction materials for the interior walls. The masonry cavity wall details can be found on Plan Sheet A-501.

Q53) Generator Building - Also, on the same dwg. A-302, section C, the elevation of the exterior grade appears higher than shown on the other drawings. Please clarify.

A53) The elevation of the top of levee is 43.33 ft and the elevation of the generator finished floor is 43.83 ft.

Q54) Trash Rack/Bar Screen - Please specify the material for these two items; it is not specified on the drawings or in the specs.

A54) The trash rack/bar screen is to be constructed of galvanized carbon steel,grade-36.

Q55) Dwg. A-201 The door frames shown on Elevation "A", do not correspond to the door schedule and frame schedule on Dwg. A-601. The frame schedule does not allow for the louvers shown on A-201. Please advise.

A55) The louvers should be the same width as the door frames. If a louver is indicated to be installed over a door frame with a larger width, then a blind panel will fill the extra width.

Q56) Topsoil is to be respread at 12" thick per spec 32.92.19 & spec 31.00.00 yet the cross sections on the plans show 5" respread. What is the correct thickness of the topsoil to be respread?

A56) The depth of the topsoil is to be 6” thick.

Q57) Is the 2.5 in PVC water service shown on sheet 59 in the contract?

A57) Plan sheet CS-101 indicates that the 2.5” PVC is “New water line to West Main Street”.

Q58) On sheet 5 (cg-102) there is no information given for the riprap end of the headwall. Please provide a detail.

A58) Plan sheet CG-102 has been updated with all pertinent rip rap information. The detail for that drainage structure can be found on plan sheet C-502.

Q59) In "Addendum 4" the response to Q1 does not answer the question - The Clause 52.228-1 refers to a "Bid Guarantee” given at the time of bid. The question (See Q1) refers to a "Maintenance Bond" that is given at the end of a project to insure quality of work for a fixed period of time.

A59) There is no "maintenance bond" in this contract.

Q60) Spec section 22 11 23.00 10 Axial -Flow and Mixed- Flow Type Submersible Pump, how many gallons per minute and at what head are you looking to pump? Also, are you looking for centrifugal only?

A60) See paragraph 1.4.7 of that Spec section for the pump information. Pumps are to be the centrifugal type.

Q61) In spec. section # 32 92 19, pertaining to Top Soil and Seeding, pages 8,9 and 10 shows percent by weight of seed mixture on the left side of the page for Swale Mix, Floodplain Mix, Wetland Mix, total of these mixes by weight adds up to 80 percent or less, please advise us what type of other seed/s is/ are added to make it 100 percent. Thanks.

A61) Spec Section 32 92 19, paragraph 2.2 & 2.2.1 have been revised to account for the full 100 percent mixture of the swale mix, floodplain mix and wetland mix.

Q62) Article 2.1 –Requirements For Offsite Soils, Page 4 of Section 31 00 00 – Earthwork indicates specific testing (contaminates, chemicals, etc.) for offsite soils brought in for use as backfill. What is the testing frequency? Also, is this a requirement for the embankment material required for the levee construction? Under section 3.18.3.2 –Material Testing, page 23 of Section 35 41 00 – Levee Construction, there is no indication if this same testing is required. If this is required, what is the testing frequency?

A62) The contaminate testing in section 31 00 00 – Earthwork is for all materials brought to the site intended for back-fill/ levee construction. Once approved the materials must be tested for approval as levee construction material as per the requirements of spec section 35 41 00. The contractor can submit a suitable testing interval in the field which will be subject to the Contracting Officer’s Representative’s approval.

Q63) Under sub-section a. - soil classification tests of section 3.18.3.2 –Material Testing, page 23 of Section 35 41 00 – Levee Construction; reference is made that the contractor shall submit additional tests for every 200 cubic yards of embankment or backfill material. Considering that a substantial amount of embankment material (+/-130,000 CY is required) is this correct?

A63) Although testing for every 200 cubic yards of embankment materials is specified, the contractor can submit a more feasible testing interval in the field which will be subject to the Contracting Officer’s Representative’s approval.

Q64) In addendum #5, your answer A8 indicates that quantities for temporary sheeting / steel piling can be obtained from the plans and specification. We can not locate either on the plans or specification where the temporary sheeting / steel piling is proposed. Please provide us the proposed locations within the plans or specifications.

A64) The contractor is to prepare their bid on the plans and specs as they see them. Best engineering practices shall be utilized for the construction of the various project elements and should be reflected in the contractor’s bid.

Q65) On plan sheet C-509 – Cellular Confinement Syst., the “Standard Geocell Section Dimensions” detail indicates a 3 inch or 8 inch Geocell depth. Which depth is to be used? If both depths are to be used, please indicate the proposed location of each Geocell depth.

A65) Plan sheet C-510 has been revised to display that Geocell depths of 6 “, 4" and 3" can be used to meet the requirements. The Contractor has the option to choose whichever combination such that they stack up to a 1' thickness.

Q66) Is the Transformer to be supplied and installed by the local Utility Company (PSE&G)?

A66) The transformer is to be supplied and installed by the contractor.

Q67) On Construction Drawing Sheet 5 the new underground electric service between STA 39+42 and STA 41+40 has two conflicting notes. One note states to provide four (4) pull boxes and the other note calls out for two (2) pull boxes. Which is correct?

A67) Plan Sheet CG-102 has been revised to display the correct pull box information.

Q68) The end treatment for the outlet structure at drainage structure #15 calls for a cellular confinement system with erosion blanket. However, a riprap apron is also shown, but not noted as being required. Please clarify whether or not riprap apron is required and, if so, provide size and thickness.

A68) The riprap apron is required. Plan sheet CG-102 has been updated with all pertinent rip rap information. The detail for drainage structure #15 can be found on plan sheet C-502.

Q69) Details for headwall structures at approx. stations 58+20 and 59+00 were not provided with the contract drawings. Please provide details for these headwalls.

A69) Plan Sheet C-505 has been included to display the detail views for this item.

Q70) Conrail property limits are not shown on the contract drawings. What are the Conrail requirements for work performed on or in the vicinity of their property and will they require sheeting when constructing floodwalls, drainage structures and piping? Please provide additional information.

A70) The Corps is currently coordinating the access agreement with Conrail for work to be performed in Option #1 of this contract. Access agreements will be obtained prior to the award of option #1

Q71) The outfall headwall detail on drawing sheet 66 shows 12" riprap. Is the riprap continuous from the headwall to the end of the drainage swale that runs under the Conrail bridges? Please provide limits and size.

A71) Plan sheets C-512 & C-513 have been revised with the new drainage swale design and details.

Q72) Please provide the limits of the cellular confinement systems required at the drainage structure #17 and the outlet headwall at drainage structure #18.

A72) The limits of ccs have been defined for all outfall locations on all plan sheets.

Q73) The floodwall footing key elevation on drawing sheet 10 is at elevation 16.0. The elevation of the key on drawing sheets 13 and 14 is at elevation 15.0. Please clarify.

A73) The correct floodwall key elevation is 15 feet.

Q74) Are manholes required for the new generator building sanitary sewer service? Drawing sheet 59 does not call for manholes. Please clarify.

A74) The 3 manholes shown within the limits of the gravel access ramp and parking area are new.

Q75) Regarding Line Item # 0008 CCASS/CPARs, is there any action that needs to be taken by the bidder or any forms that need to be submitted with the bid to meet the bidding requirements for this item?

A75) Nothing needs to be submitted with a bid; this CLIN is to notify industry that the awardee must manage themselves the data entry required at the Contractor Performance Assessment Website during the performance of the contract. Please visit this link provided in CLIN 0008 for further instructions.

Q76) This project is unrestricted subject to 10% HUBZone Preference. Please explain what a 10% HUBZone Preference means.

A76) Please see FAR clause 52.219-4, “Notice of Price Evaluation Preference for HUBZone Small Business Concerns”.

Q77) Item #6 of the “Invitation for Bids” (Spec. Section 00100, page 3 of 115) states that the bidder must agree to the “Certification of Nonsegregated Facilities”, found in Section 00600.

However, no such Certification is found in Section 00600, nor is it listed in Section 00700 as a Contract Clause by Reference. Please provide this Certification.

A77) Please see revised Checklist for Bidders in Section 00010.

Q78) Drawing C-510 shows a Bar Screen. Drawing C-511 shows a Trash Rack. There is no Spec for these items. What is the material of construction? Are these required other than an one

(1) pump station?

A78) The trash rack/bar screen is to be constructed of galvanized carbon steel, grade-36. These are required for the pump station.

Q79) Drawings C-501 shows an 18X 18 Sluice Gate. Drawings C-502 thru 504 each show 36X36 Sluice Gates. Specification 05 48 10.00 18 Lists only one 48X48 Sluice Gate. Are the 36X36 Sluice Gates to be provided?

A79) Plan sheets C-501 thru C-504 have been revised to indicate required sluice gate dimensions to be provided by the contractor. Item numbers in the specs are to be disregarded.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

WAGE RATES

GENERAL DECISION: NJ20080003 07/04/2008 NJ3

Date: July 4, 2008 General Decision Number: NJ20080003 07/04/2008 Superseded General Decision Number: NJ20070003 State: New Jersey Construction Types: Building, Heavy and Highway Counties: Bergen, Essex, Hudson, Hunterdon, Middlesex, Morris, Passaic, Somerset, Sussex, Union and Warren Counties in New Jersey.

Does not include building construction in Hunterdon and Somerset Counties

BUILDING CONSTRUCTION PROJECTS (does not include single family homes and apartments up to and including 4 stories) (does not include building construction in Hunterdon or Somerset Counties)

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS

Modification Number Publication Date 0 02/08/2008 1 02/15/2008 2 02/29/2008 3 03/21/2008 4 04/11/2008 5 04/18/2008 6 04/25/2008 7 05/09/2008 8 05/16/2008 9 05/23/2008 10 05/30/2008 11 06/06/2008 12 06/20/2008 13 07/04/2008

ASBE0032-001 09/01/2005

BERGEN, ESSEX AND HUDSON COUNTIES; HUNTERDON COUNTY (Borough of Califon; Township of Tewksbury); MIDDLESEX COUNTY (Boroughs of Carteret and Dunellen; Township of Edison; Boroughs of Highland Park, Metuchen and Middlesex; City of New Brunswick; Township of Old Bridge; City of Perth Amboy; Township of Piscataway;

Borough of Sayreville; City of South Amboy; Boroughs of South Plainfield and South River; Township of Woodbridge); MORRIS AND PASSAIC COUNTIES: SOMERSET COUNTY (Boroughs of Bernardsville and Bound Brook; Township of Bridgewater; Borough of Far Hills;

Township of Green Brook; Boroughs of North Plainfield, Peapack-Gladstone, Raritan, Somerville, South Bound Brook and

Watchung; Township of Warren); SUSSEX AND UNION COUNTIES;

WARREN COUNTY (Townships of Allamuchy, Blairstown and Frelinghuysen; Town of Hackettstown; Townships of Hope, Independence, Knowlton, Liberty and Mansfield):

Rates Fringes

Insulator/asbestos worker (includes the application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems; also, the application of firestopping material to openings and penetrations in walls, floors, ceilings and curtain walls; also, all lead abatement).........$ 41.01 19.30

ASBE0032-004 09/01/2004

BERGEN, ESSEX AND HUDSON COUNTIES; HUNTERDON COUNTY (Borough of Califon; Township of Tewksbury); MIDDLESEX COUNTY (Boroughs of Carteret and Dunellen; Township of Edison; Boroughs of Highland Park, Metuchen and Middlesex; City of New Brunswick; Township of Old Bridge; City of Perth Amboy; Township of Piscataway;

Borough of Sayreville; City of South Amboy; Boroughs of South Plainfield and South River; Township of Woodbridge); MORRIS AND PASSAIC COUNTIES: SOMERSET COUNTY (Boroughs of Bernardsville and Bound Brook; Township of Bridgewater; Borough of Far Hills;

Township of Green Brook; Boroughs of North Plainfield, Peapack-Gladstone, Raritan, Somerville, South Bound Brook and Watchung; Township of Warren); SUSSEX AND UNION COUNTIES;

WARREN…